Skip to main content

Full text of "IS 851: Specification for Synthetic Resin Adhesives For Construction Work (Non-Structural) in Wood"

See other formats


**************** 




Disclosure to Promote the Right To Information 

Whereas the Parliament of India has set out to provide a practical regime of right to 
information for citizens to secure access to information under the control of public authorities, 
in order to promote transparency and accountability in the working of every public authority, 
and whereas the attached publication of the Bureau of Indian Standards is of particular interest 
to the public, particularly disadvantaged communities and those engaged in the pursuit of 
education and knowledge, the attached public safety standard is made available to promote the 
timely dissemination of this information in an accurate manner to the public. 




Mazdoor Kisan Shakti Sangathan 
"The Right to Information, The Right to Live'' 



IS 851 (1978) : Specification for Synthetic Resin Adhesives 
For Construction Work (Non-Structural) in Wood [CED 20: 
Wood and other Lignocellulosic products] 




Jawaharlal Nehru 
'Step Out From the Old to the New" 



aj^&vi iJii^s:y%K^ isb^^ni^seg 



:<>5&i| mT'5K^5?::5:^>^i»l 



K^^^iXSVCd^ 



Satyanarayan Gangaram Pitroda 
Invent a New India Using Knowledge 



Bhartrhari — Nitisatakam 
''Knowledge is such a treasure which cannot be stolen" 




^'^^^r 



k 




BLANK PAGE 



^*-^^^ 





PROTECTED BY COPYRIGHT 



IS: 851 -1978 

(Reaffirmed 2005) 

Indian Standard 

SPECIFICATION FOR SYNTHETIC 

RESIN ADHESIVES FOR CONSTRUCTION 

WORK (NON-STRUCTURAL) IN WOOD 



( First Revision ) 

Third Reprint MAY 2009 
(Including Amendment No. 1 & 2) 



UDC 668.395:674.21 : 694.6 



© Copyright \9n 

BUREAU OF INDIAN STANDARDS 

MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG 
NEW DELHI 110002 

Gr6 September 1978 



IS: 851 -1978 



Indian Standard 



SPECIFICATION FOR SYNTHETIC 

RESIN ADHESIVES FOR CONSTRUCTION 

WORK (NON-STRUCTURAL) IN WOOD 

(First Revision) 



Wood Products Sectional Committee, BDC 20 



Chairman 
Shri a. C. Sekhar 

Members 

Assistant Director ( Specifica- 
tion), RDSO, LucKNOW 
Shri J. Bain 

Shri P. R. Chandrasekhar 
Shri L. N. Dokania 

Shri M. R. Motayed ( Alternate 
Shri M, A. Islam 
Dr Joseph George 

Dr V. J. Victor ( Alternate ) 
Shri A, K. Kaderkutty 
Shri K. S. Lauly 

Shri Thomas Paul ( Alternate ) 
Shri G. R. Mavinkurva 

Chief Conservator of 
FoRESTv<i ( Gen ) ( Alternate ) 
Shri P. V. Mehta 

Lt-Col S. a. Mohile 

Shri B. B. Mehta ( Alternate ) 
Shri M. R. Motayed 

Shri S. K. Dutta ( Alternate ) 



Representing 

Forest Research Institute & Colleges ( Timber 
Mechanics Branch ), Dehra Dun 



Ministry of Railways 

Indian Tea Association, Calcutta 
Directorate General of Civil Aviation, New Delhi 
Federation of Indian Plywood & Panel Industry, 
New Delhi 

) 

Forest Department, Government of Assam, Dispur 
Indiam Plywood Industries Research Institute, 
Bangalore 

The Western India Plywoods Ltd, Baliapatam 
The South India Plywood Manufacturers* Associa- 
tion, Calicut 

Forest Department, Government of Karnataka, 
Bangalore 



Directorate General of Technical Developments New 

Delhi 
Ministry of Defence (R&D) 

Plywood Manufacturers' Association of West Bengal, 
Calcutta 



( Continued on pagt 2 ) 



© Copyright 1978 

BUREAU OF INDIAN STANDARDS 

This publication is protected under the Indian Copyright Act (XIV of 1957) and 
reproduction in whole or in part by any means except with written permission of the 
publisher shall be deemed to be an infringement of copyright under the said Act. 



IS : 851 - 1978 

(Continued from page 1 ) 

Members Representing 

Dr a. N. Nayer In personal capacity ( C-59 Inderpwi, New Delhi 

110012 ) 
Shrz D. £. Neale United Planters* Association of Southern India, 

Cochin 
Dr R. S, Ratra National Buildings Organization, New Delhi 

Shri p. R. Rijsinghani Engineer-in-Chief *s Branch, Army Headquarters 

Maj M. Goswami ( Alternate ) 
Shri Sharan Singh Directorate General of Supplies & Disposals, New 

Delhi 
Dr S. M. Singh Central Building Research Institute (CSIR), 

Roorkee 
Shri Arjun Das ( Alternate ) 
Superintending Surveyor of Central Public Works Department, New Delhi 

Works ( II ) 
Shri H. Thomson Sitapur Plywood Manufacturers Ltd, Sitapur 

Shri G. W. M. Whittle ( Alternate) 
Shri D. V. Vekma Ministry of Defence ( DGI ) 

Shri Nirmal Singh ( Alternate ) 
Shri D. AjithaSimha, Director General, ISI ( Ex-officio Member) 

Director ( Giv Engg ) 

Secretary 

Shri J. R. Mehta 

Deputy Director ( Civ Engg), ISI 

Adhesives for Wood and Wood Products Subcommittee, BDG 20: 4 

Convener 
Dr R. G. Gupta Forest Research Institute & Colleges, Dehra Dun 

Members 

SuRi B. M. Bank/^jee Ministry of Defence (R&D) 

Shri V. B. Tandon ( Alternate ) 
Shri P. K. Banerji Hoechst Dyes & Chemicals Ltd, Bombay 

Shri F. B. Kapadia ( Alternate ) 
Shri C. S. Bhatnagar Ciba Geigy of India Ltd, Bombay 

Dr D. K, Das National Test House, Calcutta 

Shri A. Ghosh ( Alternate) 
Shri R. V. Doshi Doshi Brothers & Co, Anand 

Shri G. V, Doshi ( Alternate) 
Shri S. Haridais Shaw Wallace & Company J^imited, Calcutta 

Dr Joseph George Indian Plywood Industries Research Institute, 

Bangalore 

Shri S. S. Zoolaoud ( Alternate ) 
Dr R. N. Kumar The Western India Plywood Ltd, Baliapatam 

Shri K. S, Lauly The South Indian Plywood Manufacturers* Associa- 

tion, Calicut 

Shri A. K. Ramachandra ( Alternate ) 

( Continued on page 2 1 ) 



AMENDMENT NO. 1 DECEMBER 1987 

TO 

IS : 851 - 1978 SPECIFICATION FOR SYNTHETIC 

RESIN ADHESIVES FOR CONSTRUCTION 

WORK ( NON-STRUCTURAL ) IN WOOD 

( First Revision j 

( Page 9, clause 5.6.1, line 5 ) — Substitute ' 4 of IS : 1734 ( Part 7 ). 
1983* *for * Appendix H '. 

( Page 9, clause 5.6.2, line 5 ) — Substitute ' 4 of IS : 1734 ( Part 7 )- 
1983* 'for ' Appendix H '. 

( Page 11. clause B-l.l, line 1 ) -I ^^^ ^^^ ^^^^^ . Vallapine or 

( Page 12, clause C-1.1, line 1 ) V Makai ' after the word ' cana- 
( Page 17, clause F-1.1, line 1 ) J """* *PP" ' 



( Page 20, Appendix H ) — Delete. 



^Methods of test for plywood ( seemi revision ). 



( BDC 20 ) 



AMENDMENT NO. 2 AUGUST 2007 

TO 

IS 851 : 1978 SPECIFICATION FOR SYNTHETIC 

RESIN ADHESIVES FOR CONSTRUCTION 

WORK (NON-STRUCTURAL) 

IN WOOD 

( First Revision ) 

(Page 17, Appendix F, clause F-1.1, third line) — Substitute '3.00 ± 0.15' 
/or '3.15 ±0.15'. 



(CED 20) 



IS: 851 -1978 

Indian Standard 

SPECIFICATION FOR SYNTHETIC 
RESIN ADHESiVES FOR CONSTRUCTION 
WORK (NON-STRUCTURAL) IN WOOD 

(First Revision) 



0. FOREWORD 

0.1 This Indian Standard ( First Revision ) was adopted by the 
Indian Standards Institution on 20 February 1978, after the draft finalized 
by the Wood Products Sectional Committee had been approved by the 
Civil Engineering Division Council. 

0.2 Adhesives form one of the most important raw materials used in the 
plywood industry and wood work and joinery industry. The selection of 
the adhesive and its correct use are important factors controlling the 
quality of the plywood or the joinery work produced. In the context of 
this background of the industry, it has been found necessary to lay down 
standards governing the quality of the raw materials and the performance 
expected from the prepared glues. 

0*3 The preparation of the. adhesive and its correct use are other important 
aspects. Therefore, for the information of the users, the manufacturers 
shall furnish all the relevant information for the use of these adhesives in 
the manner indicated in Appendix A. 

0,4 This standard covers both phenolic as well as aminoplastic synthetic 
resin adhesives. The phenolic resin adhesives are normally classified as 
BWP and BWR grade. The joints made with this type of adhesives are 
highly resistant to weather, micro-organisms, cold and boiling water, steam 
or dry heat. The aminoplastic resin adhesives generally classified as 
WWR or CWR grade adhesives of urea formaldehyde base, deteriorate 
rapidly on full exposure to weathering. These are, therefore, not recom- 
mended where high level of moisture is experienced. However, UF resins 
fortified either with melamine, phenol or resorcinol and urea formaldehyde 
melamine formaldehyde mixes show much improved performance over UF 
resins. 



£Ss 851. 1978 

0.5 This standard was first published in 1957. In this first revision, three 
types of adhesives covered in the earlier version have been re-designated and 
an additional type ( BWR ) has been included. The definition requirements 
and methods of tests as applicable to these types have been modified 
in light of experience. 

0.6 This standard contains clauses 5.3.1 and 5.3.2 which permit the user 
to use his option for selection to suit his requirements at the time of placing 
o^-ders. 

0.7 In the formulation of this standard due weigh tage has been given to 
international co-ordination among the standards and practices prevailing 
in different countries in addition to relating it to the practices in the field 
in this country. 

0.8 For the purpose of deciding whether a particular requirement of this 
standard is complied with, the final value, observed or calculated, express- 
ing the result of a test or analysis, shall be rounded off in accordance with 
IS : 2-1960*. The number of significant places retained in the rounded off 
value should be the same as that of the specified value in this standard. 



1. SCOPE 

1.1 This standard prescribes the requirements for synthetic resin adhesives 
suitable for wood work ( non-structural ) and joinery. 

2. TERMINOLOGY 

2.1 For the purpose of this standard, the definitions given in IS : 707-1976t 
and the following shall apply. 

2.1 •I Assembly Time 

2.1.1.1 Open assembly time — The time elapsing between the application 
of the adhesive and assembly of joint components. 

2.1.1.2 Closed assembly time — The time elapsing between assembly of 
the joint components and the application of pressure. 

2.1.2 Adhesive 

2.1.2.1 Closed contact adhesive — A non-gap- filling adhesive suitable for 
use only in those joints where the surfaces to be joined may be brought 
into close contact by means of adequate pressure, and where glue line 
exceeding 0'12 mm may be avoided with certainty. 



♦Rules for rounding off numerical values ( revised). 

tGlossary of terms applicable to timber technology and utilization { second revision ). 



tS 1851-1978 

2.1.2.2 Gap filling adhesive — An adhesive suitable for use in those 
joints where the surfaces to be joined may or may not be in close 
or continuous contact owing either to impossibility of applying adequate 
pressure or to slight inaccuracies in machining. 

2.1.3 Extender — A substance added to the adhesive either to reduce the 
cost of gluing or to reduce penetration through the veneerfe or both, 

2.1.4 Filler — An inert substance, such as wood flour, added to alter the 
characteristics, for example, to reduce brittleness of a synthetic resin some- 
times loosely and incorrectly used as interchangeable with * extender*. 

2.1.5 Fortifier — A substance used primarily to increase the boil resistance 
and durabihty of hot setting urea resins. 

2.1.6 Hardener — A material used to promote the setting of the resin. It 
may be either in liquid or powder form. It is an essential part of the 
adhesive, the properties of which depend upon using the resin and hardener 
as directed. 

2.1.7 Pot Life -— The time between the mixing of the constituent parts 
of an adhesive and its reaching the age when it is no longer usable, 

2.1.8 SkelfLife — The period for which the adhesive or adhesive compo- 
nents may be stored without affecting their suitability for use in accordance 
with the standard. 

2.1.9 Spread of Adhesive — The area of surface covered by 1 kg of adhesive 
mix prepared in accordance with the manufacturer's instructions. 

2.1.10 Synthetic Resin — Amorphous organic materials produced by the 
polymerization or condensation of one, two or, less frequently, three 
relatively simple compounds. The term is also applied to chemically 
modified natural resins. The properties of synthetic resins can vary widely 
depending upon their basic raw materials, proportions, and conditions oi 
manufacture. All synthetic resins are classified broadly as thermosetting 
or thermoplastic. 

2.1.10.1 Phenolic synthetic resin — A phenolic synthetic resin is derived 
from the reaction of phenol with an aldehyde. 

2.1.10.2 Aminoplastic synthetic resin — An aminoplastic synthetic resin is 
derived from the reaction of urea, thio-urea, melamine, or allied 
compounds, or mixtures of these compounds with formaldehyde, 

2.1.11 Synthetic Resin Adhesive — A composition, substantially consisting 
of a synthetic resin of dther the phenolic or aminoplastic type but includ- 
ing any hardening agent, fortifier, filler or extender, which may be required 
to be added before use according to the manufacturer's instructions. 



IS: 851 -1978 



3. TYPES 

3.1 Depending upon their degree of resistance to water and micro- 
organisms, synthetic resin adhcsives for wood shall be of the following four 

types: 

Boiling Water Proof BWP 

Boiling Water Resistance BWR 

Warm Water Resistance WWR 

Cold Water Resistance CWR 

3.1.1 Gap-filling and close contact adhcsives of the four types shall be 
distinguished by the following symbols: 



Type 



Symbol 



Gap-Filling 
Adhesive 

BWP/GF 
BWR/GF 
WWR/GF 

GWR/GF 



Close Contact 
Adhesive 

BWP/GC 
BWR/CC 
WWR/CC 
CWR/CC 



Boiling Water Proof 
Boiling Water Resistance 
Warm Water Resistance 
Gold Water Resistance 

4. KEEPING QUALITIES 

4.1 The adhcsives shall comply with the requirements specified under 5 
after the resin and hardener have been stored in the original closed con- 
tainers according to the manufacturer's instructions and up to the date 
recommended by the manufacturer. 

5. TESTS 

5.1 Sampling — A representative sample shall be drawn from each batch 
of adhcsives. Such samples shall, in each case, be tested separately, and 
not be bulked with other samples or otherwise averaged. 

5.2 Veneers for Test Pieces — Veneers used in the preparation of test 
pieces shall comply with the requirements specified in Appendix B. 

5.3 Test Reqairements - 

adhesive shall be as given 

tested with both gap joints and close-contact joints, but the close-contact 

group shall be tested with close-contact joints only. 

5.3.1 Routine test for each type of adhesive shall be the dry test(s) and 
the wet test(s) at the temperature appropriate to its type. However, if so 
required by the purchaser, the adhcsives of the BWP, BWR and WWR types 
shall also be required to satisfy the requirements of the cold water test. 



The test requirements for each type of 
in Table 1. The gap-filling group shall be 



18:851-1978 










m 

lis 

III 



§|.s S 
j^ " 



II s 






8|.9 § 
S§.S. ^ 



a. 3 
0.2, 



o 

CO 






O R-2, 






0.2, 






^i 



5l| 



,sa 



Q 



S-s 

0£. 



K S H 

w R C 









o 
d 



S»3 



o 

M 
Pi 

CO 

5 



«i 


c^ 


e^ 


CM 


C>l 


=i 


;d 


US 


to 


1 *^ 


«3 


to 


lO 


lO 


lO 


' lO 


»o 


iH 



to to ID 
If) iO ifj 



C^ CM 






»n 
in 



§2 o 

^2 



I I I I 



CM CM CM CM 

iT) ifJ »0 lO 

iT) iH m to 



till 







CM 








o« 


- 


A 


1 


1 


in 


1 


1 


1 


"3 


1 


g 






in 








m 




t 
1 

ps 


1 


1 


'^ 


1 


1 


I 


I 


1 


^ 


I 


1 


in 

in 


1 


1 


1 


1 


1 


? 


«i 


CM 






CM 


CM 






^ 


tn 


in 


1 


1 


lO 


in 


1 


1 


^ 


iO 


in 






in 


in 






1 






















































^^ 


•»' 














m 


UO 


in 


1 


1 


1 


1 


1 


1 


1 


iH 


in 


1 


J 


1 








































3 


















O 


CM 


CM 


CM 


CM 


CM 


CM 


CM 


CM 


t) 


Tt^' 


TjS 


T»I 


^ 


^;- 


"*! 


•^' 


^ 


S 


lO 


in 


tn 


in 


in 


in 


iri 


in 


1 


































^ 


I— 1 


























1 


1 


1 


1 


>> 


'^ 


^ 


-"i^ 


rtj 


1 


1 


1 


1 


1 


in 


in 


in 


in 


























n 
























































1 


1 

(33 


i 


> 


8 

ST 


u 

1 


8 


o 


1 


^ 


O 


S 


n 


o 





IS: 851 -1978 

5,3.2 When specifically required by the purcliaser, adhesives of the 
BWP, BWR and WWR types shall satisfy the requirements of the myco- 
logical test as given under 5.6. 

5.4 Dry Strength 

5.4.1 Gap Joints — The average failing load of a set of six test pieces 
prepared by the method specified in Appendix C conditioned appropriately 
as specified in Appendix D, and when pulled by the method described in 
Appendix E shall be not less than 205 kg for all types. 

5.4.2 Close Contact Joints — The average failing load of a set of six test 
pieces prepared by the method described in Appendix F, conditioned 
appropriately as specified under Appendix D and when pulled in accor- 
dance with Appendix E shall be not less than 275 kg for all types. 

5.5 Resistance to Water 

5.5.1 Gap Joints — The average failing load for a set of six test pieces 
prepared by the method specified in Appendix G, conditioned appropriately 
as specified in Appendix D and when pulled in accordance with 
Appendix E after treatment in the manner specified in Appendix G for 
the time and temperature given in Table 2 shall be not less than the 
corresponding value indicated therein. 





TABLE 2 RESISTANCE TO WATER ( GAP JOINTS ) 




(Clauses5.b.\qndGA.\) 




Type 


Temperature of Water in 

Whjch Test Pieces Shall 

BE Immersed 


Time of 
Immersion 


Mean Failing 
Load 


(1) 


(2) 


(3) 


(4) 




0"C 


h 


kg 


BWP 


100 

( or at the boiling point 

of water ) 


6 


100 


BWIi 


do 


3 


90 


WWR 


30±2 


3 


100 


CWR 


>27db2 


16 to 24 


180 



5,5.2 Close-Contact Joints — The average faih'ng load for a set of six test 
pieces prepared by the method specified in Appendix F, conditioned 
appropriately as specified in Appendix D, and when pulled by the method 
described in Appendix E, after treatment in accordance with Appendix G 
for the time and temperature given in Table 3 shall be not less than the 
corresponding values indicated therein. 

8 



IS s 851 -1978 



TABLE 3 RESISTANCE TO WATER ( GLOSE-GONTAGT JOINTS ) 

(Clauses 5,5.2 andG-lA ) 

Type Tempbrature op Water ii^ Time of Mean Failing 

, Which Test Pieces Shall Immersion Load 



BE Immersed 



(1) 


(2) 




0*»G 


BWP 


100 
( or at the boiling point 
of water ) 


BWR 


100 


WWR 
CWR 


( or at the boiling point 
' of water) 

70±2 

27 ±2 



(3) (4) 

h kg 

6 150 

3 115 



3 150 

16 to 24 200 



5.6 Resistance to Micro-Organisms ( Mycological Test) 

5.6.1 Gap Joints — The average failing load for a set of six test pieces 
prepared by the method specified in Appedix G. Conditioned appro- 
priately as specified in Appendix D, and when pulled by the memod 
described in Appendix £, after the treatment in accordance with 
Appendix H shall be not less than 180 kg for all types* 

5.6.2 Close-Contact Joints — The average failing load for a set of six test 
pieces prepared by the method specified in Appendix F, conditioned 
appropriately as specified in Appendix D, and when pulled by the method 
described in Appendix E, after the treatment in accordance with 
Appendix H shall be not less than 200 kg for all types. 

5.7 Re*Test — In the event of failure to comply with the requirements of 
any test{s), the batch of material concerned shall be re-tested in respect of 
such requirement(s). In the event of failure of re-test, the batch shall be 
rejected. 

6. MARKING 

6.1 Each container shall be legibly and indelibly marked with the 
following: 

a) Manufacturer's name or distinguishing mark^ 

b) Description of material {see 3)y 

c) Manufacturer's reference number, 

d) Batch number, 



18:851-1978 

e) Date of manufacture, 

f ) The date beyond which the adhesive or adhesive components shall 
not be used when stored under conditions recommended by the 
manufacturer, 

g) Reference to the manufacturer's instructions for use, and 
h) The words * to be stored in a cool dry place \ 

6.1.1 The product may also be marked with Standard Mark. 

6.1.2 The use of the Standard Mark is governed by the provisions of the Bureau 
oflndian Standards Act, 1986 and the Rules and Regulations made thereunder. 
The details of conditions under which the licence for the use of Standard Mark 
may be granted to manufactures or producers may be obtained from the Bureau 
of Indian Standards. 



APPENDIX A 

( Clause 0.3) 

INFORMATION TO BE FURNISHED BY THE 
MANUFACTURER REGARDING THE USE OF ADHESIVES 

A-1. GUIDANCE REGARDING USE 

A-l.l The manufacturer shall furnish written instructions detailing the 
manner in which each resin or recommended combination of resin(s), 
hardner(s), filler fortifiers and extenders shall be used. The instructions 
shall give information in the manner indicated under A-1.2 to A-1.6, where 
applicable. 

A-1.2 Storage Life of Adhesive or Adhesive Components — The 

manufacturer shall specify the storage life of the adhesive components. 

A- 1.3 Preparation for Use — The preparation of resin, hardener, fortifier, 
filler and extender, method of mixing, recommended types of mixing, 
apparatus, and necessary precautions of any kind shall be stated, 

10 



ISt851«1978 

A«l,4 Usable Life of Mixed Adhesive or Pot life — The maximum 
time shall be stated during which the adhesive maintained at temperatures 
of 15, 20, 25, 30, 40 and 45**C would remain fit for use so as to comply 
with the requirements of the specification. 

A-1.5 Methods of Use — Guidance on the following points shall be 

given: 

a) Range of moisture content of wood; 

b) Preparation of wood surfaces; 

c) Methods of application, such as single or double spread; 

d) Normal amounts of spread for single glue line; 

e) Maximum and minimum open and closed assembly times; 

f ) Recommended range of pressures in N/m^ ( kg/cm* ); 

g) Post-treatment of finished product; and 
h) Cleaning of containers and test. 

A-1.6 Setting Times and Conditions — The recommended range of 
temperature to which the adhesive in any glue line may be subjected and 
also the minimum and maximum times for which pressure shall be 
maintained on unstressed joints at temperatures within the range shall be 
stated. 



APPENDIX B 

( Clauses 5.2 and^AA ) 

VENEERS FOR TEST PIECES 

B-1. REC^UIREMENTS 

B-I.l The Veneers shall be rotary-cut canarium spp. 3*00 ±0*15 mm thick 
with the growth rings approximately parallel to the face. 

B-1 .2 Veneers shall be smooth-cut on both faces, straight grained and free 
from all defects, at least over the area that will form the middle 50 mm 
length of the test pieces, and may be slightly sanded. Elsewhere, the 
occurrence of slight defects, such as small uplifts, small live knots and short 
grain, may be disregarded. The moisture content of the veneers shall be 
120 ± 2*5 percent for liquid adhesive and 12*0 ±2*0 percent for film 
adhesive, as may be recommended by the manufacturer. 

a 



tS: 851. 1978 

APPENDIX C 

( Clauses 5A1, 5.5.1 and 5.6.1 ) 

PREPARATION OF TEST PIECES FOR DETERMINATION 
OF FAILING LOAD ( GAP JOINTS ) 

C-1. TEST SUPS 

C-1.1 Each test piece shall be made from two slips of canarium spp. veneer 
complying with the requirements of Appendix B, 150 mm long, 
25'0 ± 0*3 mm wide and 3-00 ± 0'15 mm thick, joined together with the 
adhesive under test and assembled as described in €-3. 

C-2. PREPARATION OF ADHESIVE 

C-2.1 The adhesive shall be prepared and used in accordance with the 
instructions supplied by the manufacturer. Where the manufacturer*s 
instructions permit separate application of the resin and hardener in joints, 
1*0 mm thick, the test pieces shall be prepared by the separate application 
method. 

G-3. PREPARATION OF TEST PIECES 

C-3«l The test pieces shall be prepared under ordinary room conditions, 
except where otherwise directed by the manufacturer. One of the 150 mm 
slips forming a joint shall be coated with adhesive over the middle 
third of its length ( jtftf Fig, 1 ) and have inserts of 62'0 X 25'0 X 1'30± 0-13 
mm thick, fitted as shown in Fig. 1 . The resultant gap shall be filled with 
an excess of the adhesive. The second slip to make the complete joint shall 
be coated with adhesive over the middle third of its length and placeid in 
position; excess of adhesive shall be squeezed out when the clamp is 
tightened. 

C-3.1*l Where separate application of resin £md hardener is permitted by 
the manufacturer, the lower face of the top slip, and, if required, the lower 
face of the inserts, shall be coated with hardener, the resin being applied to 
the upper surfaces of the bottom slip and inserts, and to fill the gap. 

C*3«l«2 After assembly of the test pieces, they shall be placed imme- 
diately in a suitable clamp, a convenient form of which is shown in Fig, 2. 
The ciamp shall be screwed down until * finger tight '. 

NoTB — The saw cuts shown in Fig. 1 shall be made after the test pieces have been 
conditioned {see Appendix D )« 

12 



VENEER mSERT 
62-00 x25-OOxV30tO.^ 



tS: 851. 1978 



INSERT IN PLACE 




LIGHT SPREAD 
OF ADHESIVE 



-tso- 



■25-0:0-3 



25.0i0.3 



SAW CUT APPROXIMATELY 
3 mm WIDE 




ADHESIVE 
'-t-SOtO'ta mm 
VEMEER , 



VENEER 



All dimensions in millimetres. 

Fig. 1 Gap Test Piece Showing Method of Fitting Inserts 



13 



IS : 851 - 1978 





\ 






10 


n 


n 


t 


^ 


= 




= 


^ 




= 


i 


1 


= 


= 


10 


, 


i: 


t 







AH dimensions in millimetres. 
Fig. 2 Clamping Device for Six Gap Test Pieces 

APPENDIX D 

(Clauses 5AA, 5.4.2, 5.5.1,5.5.2, 5.6.1 and 5.62) 

CONDITIONING OF TEST PIECES 
D-l. COLD SETTING GLUES 

D-1.1 As soon as possible after assembling the test pieces, while still in the 
clamps, shall be placed in an oven at the room temperature ( 27 i 2*^G ) 
and shall remain there in the clamp for 16 to 24 hours. After release from 
the clamps, the test pieces shall be freely exposed to the air in the oven for 
a further period of 5 to 8 days or for such other period as specified by the 
manufacturer. 

D-2. WARM SETTING GLUES 

D-2.1 As soon as possible after assembling the test pieces, while still in the 
clamps, shall be placed in a container ( see Note ) which shall then be put 
into an oven running with + 2°G of a specified temperature where it 
shall remain for a stipulated period, the precise temperature and 



14 



IS s 851 -1978 

time being in accordance with the instructions of the manufacturer. After 
treatment in the oven, and as soon as the container and the contents have 
cooled so that they can be handled conveniently, the test pieces shall be 
removed from the clamps and stored at room temperature ( 27 ± 2''C ) for 
16 to 26 hours prior to pulling. 

Note — The purpose of ihe container is to prevent excessive loss of moisture from the 
test pieces during the treatment at high temperatures. It shall, therefore, be made of a 
reasonably impervious material and have a close-fitting lid. A small hole shall be 
provided for the changes in volume of the air during the heating and cooling. 

D-2.2 The manufacturer may prescribe and use any other method of 
heating and conditioning the test piece, provided details of the process are 
made available to the user. 

APPENDIX E 

( Clauses 5,4.1, 5.4.2, 5.5,1, 5.5.2, 5.6.1 and 5.6.2 ) 

PULLING TEST PIECES AND COMPUTING THE RESULTS 

E-O. GENERAL 

E-0.1 Due to the non-axial transmission of load through the prescribed 
test pieces and the consequent tendency to bend during pulling, the strength 
which the joints develop on test is influenced by the extent to which the 
bending is restrained. Testing machines vary widely in this respect, one 
extreme being represented by the shot loading type of machine, in which 
the upper grips are suspended through two articulated joints from a lever 
free to move longitudinally, while the other extreme is typified by 
the standard high-capacity testing machine with substantial wedge grips in 
a massive head in which the ends of the test pieces are maintained rigidly 
in line throughout the test. 

E-0.2 At present there is insufficient knowledge about the influence of the 
various factors involved to enable them to be taken into account for 
purposes of specifications; nor can any of the existing testing machines be 
regarded as sufficiently near the ideal to serve as a standard. Pending the 
development of a standard method of test, control is limited to the 
rate at which the load is applied to the test piece, to the distance between 
the grips, and to the accuracy with which the load is measured. The rate 
of loading mentioned in Method 2 under £-2.2 is designed to take into 
account the slip experienced with wedge grips, particularly when testing 
joints after soaking. 

E-l. ACCURACY OF TESTING MACHINE 

E«l.l The test pieces shall be pulled in a testing machine capable of 
measuring the breaking load with an accuracy of ± 1 percent. 

15 



IS: 851- 1978 

E-2. RATE QF LOADING 

E»2.1 In testing machine provided with a means of controlling the rate of 
increase of load, the rate of increase of load shall be between 135 kg and 
270 kg/min, 

E-2.2 In testing machines, provided with a means of controlling the rate 
of separation of the straining heads, one of the following two methods shall 
be applicable: 

Method 1 

A device shall be provided, incorporating a pointer moving at constant 
speed over a scale graduated so as to indicate a rate of increase 
of load within the limits of £-2*l3 with which the load indicator 
of the testing machine shall be caused to move in unison by appro- 
priate manipulation of the rate of strain controL A scale having 45 
divisions to the full circle ( corresponding to the mean rate of loading 
of 202*5 kg/min ) placed behind the second hand of a clock, would 
be a suitable device. The necessary limits of accuracy would be 
maintained by keeping the pointers in agreement within ± 33 
percent. 

Method 2 

The straining rate shall be such that the time taken to pass from one 
quarter to the full specified minimum load shall be within the limits 
which would apply under £-2*1 ( for example, in the case of a 
specified minimum load of 90 kg, the time interval between 90/4 = 
22"5 kg load and 90 kg load, that is in increasing the load by 67*5 kg 
should be between 67*5/135 and 67'5/270 minutes, which is between 
0*5 and 0*25 minutes ). 

E-3. DISTANCE BETWEEN THE GRIPS 

E-3.1 The distance between the grips of the testing machine shall be 
between 65"0 and 70*0 mm in the case of gap joints and between 115 and 
120 ram in the case of close-contact joints. 

E-4. COMPUTATION OF RESULTS 

E-4.1 The average failing load for each test shall be computed from the 
corresponding group of six test pieces. 

16 



tS:831-ld78 

APPENDIX F 

( Clauses 5.4.2, 5.5.2, 5.6.2 and'&A ) 

PREPARATION OF TEST PIECES FOR DETERMINATION 
OF FAILING LOAD ( GLOSE-CONTACT JOINTS) 

F-l. TEST SLIPS 

F-1.1 Each test piece shall be made from two slips of canarium spp. veneer 
complying with the requirements given under B-1. It shall be 115 mm 
long, 25-0 zh 0*3 mm wide and 3'15 :^ 0*15 mm thick, joined together with 
the adhesive under test so as to produce a 25*0 ± 03 mm overlap joint 
{see Fig. 3), 



"203 



115 



VENEER 




25-0 tO-3- 




3'00 



±0.15-1 



25-OtO-3- 
All dimensions in millimetres. 

Fig. 3 Close-Contact Test Piece 

F-2. PREPARATION OF ADHESIVE 

F-2.1 The adhesive shall be prepared and used in accordance with the 
instructions supplied by the manufacturer. Wbet-e these instructions permit 
both separate application of the resin and hardener and the use of mixed 
adhesive, the test pieces shall be prepared by the separate application 
method. 

F-3. PREPARATION OF TEST PIECES 

F-3.1 Test pieces shall be prepared under ordinary room conditions, except 
where otherwise directed by the manufacturer. 



17 



tS : 851 - 1978 

F-3.2 The adhesive shall be applied uniformly to one of the two faces 
forming a joint or as prescribed by the manufacturer. The joints shall be 
made between the smooth faces of the veneers. The slips forming a joint 
shall be placed in contact without rubbing, immediately the adhesive is 
applied, or after such period as may be prescribed by the manufacturer. 
When the test pieces have been prepared, they shall be placed immediately 
in a suitable clamp, a convenient form of which is shown irl Fig. 4. 
Sufficient pressure shall be applied to ensure good contact and generally 
about 50 kg is adequate. With the form of clamp shown in Fig. 4, this 
pressure may be obtained by screwing down until ' finger tight *. A 
convenient jig for locating the clamp and its contents is shown in Fig, 5. 




20 mm THICK 
RUBBER 



TEST 
PIECE 



All dimensions in miUimctrcs. 



Fig. 4 Clamping Device for Holding Six Test Pieces 



18 



IS I 851-1978 




•1 i 

" 1. 



^ fflifi J 



25 



III : 



S=^ 



8 



z 



10 mm (^LOCATING PEGS 
All dimensions in millimetres. 
Fig. 5 Wooden Jig for Locating Test Pieces in Clamp 



APPENDIX G 

( Clauses 5.5.1 and 5.5.2 ) 

WATER RESISTANCE TEST 

G-1. TEST SAMPLES 

G-1.1 The test pieces shall be completely immersed in water in accordance 
with the conditions of Tables 2 and 3, as may be required. 

G-2. PROCEDURE 

G-2.1 By the use of suitable racks to hold the test pieces, water shall have 
free access to all surfaces, and shall be at the temperature stipulated when 
the test pieces are initially immersed. After treatment at the higher 
temperatures; the test pieces shall be cooled immediately to approximately 
room temperature by immersing in cold water, in whith they shall remain 
until mechanically tested, and the test shall be carried out within 24 hours 
of the initial cooling. Test pieces undergoing the cold water test shall be 
pulled immediately after removal from the water. 

19 



ISt851-1978 



APPENDIX H 

( Clauses 5.6.1 and 5.6.2 ) 

MYGOLOGICAL TEST 



H-l. TEST 



H<fcl.l Fill a rectangular dish of enamelled iron, glass or porcelain to 
a depth of about 25 mm with saw dust of . non-durable timber like semul, 
previously moistened with a sufficient amount of an aqueous solution, 
containing 12 g of cane sugar per litre of water. The quantity of sugar 
solution added shall just be enough to moisten completely the saw dust 
and shall be not so much as can be squeezed out by hand pressure. To 
attain this condition with dry saw dust, it is usually necessary' to add three 
times its weight of water. The saw dust shall be loosely pressed in the dish 
and the test specimens shall be so placed and pressed over the saw dust 
that the upper surfaces of the specimens are level with the surface of the 
sawdust. 

H-1.2 The dish shall then be covered with a sheet oif glass and the edges of 
the dish sealed against the glass with a strip of material, such as modelling 
clay or plasticine so that the atmosphere round the sample shall remain 
saturated. The dish and contents shall be maintained at 27 i 1°G for 
three weeks, after which the samples shall be removed, washed in cold 
water and pulled immediately. 



20 



BUREAU OF INDIAN STANDARDS 

Headquarters: 

Manak Bhavan, 9 Bahadur Shah Zafar Marg, NEW DELHI 1 1 0002 

Telephones: 232301 31 , 23233375, 23239402 Fax: 91 +01 1 23239399, 23239382 

E - Mali : (nfo@bis.org.in website : http://www.bis. org. in 

Central Laboratory: Telephone 

Plot No. 20/9, Site IV, Sahibabad Industrial Area, SAHIBABAD 201 01 277 0032 

Regional Offices: 

Central : Manak Bhavan, 9 Bahadur Shah Zafar Marg, NEW DELH1 1 1 0002 2323 761 7 

*Eastern : 1/14CIT Scheme VII M, VI.R Road, Kankurgachi, KOLKATA 700054 23378662 

Northern : SCO 335-33o, Sector 34-A, CHANDIGARH 1 60022 260 9285 

Southern : C.I.T Campus, IV Cross Road, pHENNAI 6001 13 2254 1984 

fWestern: Manakalaya, E9, MIDC, Behind f^arol Telephone Exchange, 2832 9295 
Andheri (East), MUMBAI 400093 

Branch Offices: 

'Pushpak', Nurmohanned Shaikh Marg, Khanpur, AHMEDABAD 380001 560 1348 

Peenya Industrial Area, IHStage, Bangalore-Tumkur Road, BANGALORE 839 4955 

Commercial-cum-Office Complex, Opp. Dushera Maidan. Arera Colony, 242 3452 

Bittan Market, BHOPAL 46201 6 

62-63, Ganga Nagar, Unit V(, BHUBANESHWAR 751001 2403139 

5'^ Floor, Kovai Towers. 44 Bala Sundaram Road, COiMBATORE 641 01 8 221 01 41 

SC021, Sector 12, Faridabad 121007 2292175 

Savltri Complex, 1 1 6 G.T. Road, GHAZIABAD 201 001 286 1498 

53/5 Ward No. 29, R.G. Barua Road, 5th By-lane, Apurba Sinha Path, 245 6508 

GUWAHATi 781003 

5-8-56C, L.N. Gupta Marg, Nampaliy Station Road, HYDERABAD 500001 2320 1 084 

Prlthavi Raj Road, Opposite Bharat Overseas Bank. C-Scheme, JAIPUR 302001 222 3282 

1 1/418 B.Sarvodaya Nagar, KANPUR 208005 2233012 

Sethi Bhawan, 2"*^ Floor, Behind Leela Cinema, Naval Kishore Road, 261 8923 

LUCKNOW 226001 

H. No. 15, Sector-3, PARWANOO, Distt. Solan (H.R) 1 73220 235 436 

Plot No A-20-21 , Institutional Area, Sector 62, Goutam Budh Nagar, NOIDA 201 307 240 2206 

Patllputra Industrial Estate, PATNA 80001 3 226 2808 

Plot Nos. 657-660, Market Yard, Gultkdi, PUNE 41 1 037 2427 4804 

"Sahajanand House" 3^** Floor, Bhaktinagar Circle. 80 Feet Road, 237 8251 

RAJKOT 360002 
T.C. No. 2/275 (1 & 2), Near Food Corporation of India, Kesavadasapuram-Ulloor Road, 

Kesavadasapuram.THIRUVANANTHAPURAM 695004 255 7914 

1»' Floor, UdyogBhavan,VUDA,Siripuram Junction, VlSHAKHAPATNAM-03 2712833 

23553243 

2832 9295 



*Saies Office is at 5 Chow.nnghee Approach. P.O. Princep Street, KOLKATA 700072 
tSales Office (WRO) Plot No. E-9, MIDC, Rd No. 8, Behind Telephone Exchange, 
Andheri (East), Mumbai-4000093 



PRINTED BY THE GENERAL MANAGER, GOVT OF INDIA PRESS, NASHIK-422 006